[1] Naghdi,P.M.and M.B.Rubin,On the significance of normal cross-sectional extension in beam theory with application to contact problems,Int.J.Solids Structures,25,3(1989).
[2] Saje,M.,A variational principle for finite planar deformation of straight slender elastic beams,Int.J.Solids Structures,26,8(1990).
[3] Iwakuma,T.,Timoshenko beam theory with extension effect and its stiffness equation for finite rotation,Comput.Struct.,34,2(1990).
[4] Cardona,A.,Beam finite element nonlinear theory with finite rotations,Int.J.Numer.Methods Eng.,26,11(1988).
[5] Argyris,J.H.,P.C.Dunne and D.W.Scharpf,On large displacement small strain analysis of structures with rotational degrees of freedom,Computer Methods in Applied Mechanics and Engineering,14(1978).
[6] Bathe,K.J.and S.Bolourch,Large displacement analysis of three-dimensional beam structures,Int.J.Numerical Methods in Engineering,14(1979).
[7] Bathe,K.J.and S.Mijailovich,Finite element analysis of frictional contact problems,J.Theoretical and Applied Mechanics,17(1988).
[8] Walker,B.H.and M.B.Friedman,Three-dimensional force and deflection analysis of a variable cross section drill-string.J.Pressure Vessel Technology,99,2(1977). |
Email Alert
RSS